Plan Review Details - Permit 19070441
Plan Review Stops For Permit 19070441
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-10-07 Cont ID  
Sent By rmcdouga Date 2019-10-07 Time 18:53 Rev Time 0.00
Received By rmcdouga Date 2019-10-07 Time 07:44 Sent To  
Notes
2019-10-07 18:53:27PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) NOT ADDRESSED. THIS PROJECT IS LOCATED IN A SPECIAL
 FLOOD HAZARD AREA "AE" WITH A BASE FLOOD ELEVATION OF
 6' BFE NAVD 88 PLUS A 2' FREEBOARD. BASED ON THE VALUE
 OF THIS PROJECT COMBINED WITH IMPROVEMENTS MADE OVER
 THE LAST FIVE YEARS, THIS WILL BE A SUBSTANTIAL
 IMPROVEMENT TO A PRE-FIRM STRUCTURE. SUBMIT TWO SETS OF
 A PRE CONSTRUCTION ELEVATION CERTIFICATE BASED ON THE
 CONSTRUCTION DRAWINGS. SHOW HOW THE PROPOSED GARAGE
 WILL COMPLY WITH FBC-R322 AND THE CITY OF WEST PALM
 BEACH'S FLOOD ORDINANCE. SEE FEMA DOCUMENT P-758
 SUBSTANTIAL IMPROVEMENT/SUBSTANTIAL DAMAGE DESK
 REFERENCE FOR GUIDANCE.
  
 2) NOT ADDRESSED. FBC 107.3.4 - PROVIDE TWO SETS OF
 PRODUCT APPROVALS FOR THOSE PRODUCTS WHICH ARE
 REGULATED BY FAC 61G20-3.001 PER FLORIDA STATUTE
 553.842 (5) THAT HAVE BEEN REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD. PROVIDE TWO COMPLETE
 PRODUCT APPROVALS WITH FL OR NOA NUMBERS INCLUDING
 INSTALLATION INSTRUCTIONS AND MAXIMUM DESIGN PRESSURES
 FOR EACH OF THE DIFFERENT ROOFING MATERIALS, WINDOWS
 (GLASS TYPES), STRUCTURAL MULLIONS AND EXTERIOR DOOR
 TYPES.
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) NOT ADDRESSED. NEW PAGE 4.1 WITH NEW DATE WAS NOT
 SUBMITTED. THIS ON THE WALL SECTION ON SHEET 4.1, THE
 ROOF MATERIAL NOTES SPECIFY A METAL ROOF ON 30# FELT
 OVER 90# FELT HOT MOPPED. IS THIS CORRECT? PLEASE
 CLARIFY. FBC 107.2.1
  
 6) NOT ADDRESSED. NEW PAGE 4.1 WITH NEW DATE WAS NOT
 SUBMITTED. THE WINDOW INFILL DETAIL WILL NEED TO SHOW
 THE R-VALUE OF THE WALL INSULATION AS REQUIRED BY FBC
 ENERGY CONSERVATION R401.
  
 7) NOT ADDRESSED. THE ROOF ZONE PRESSURES IN THE
 SCHEDULE APPEAR TO BE FOR A FLAT ROOF RATHER THAN A
 5/12 SLOPED ROOF WHICH IS THE CASE WITH THIS PROJECT.
 FBC-R301.2.1
  
 8) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 9) NEW COMMENT. SPECIFY THE FINISHED FLOOR ELEVATIONS
 ON THE PLANS USING NAVD 88 DATUM. FBC 107.2.1
  
 10) NEW COMMENT. SHOW THE ELEVATIONS OF THE ENGINEERED
 FLOOD VENTS ON THE PLANS. FBC-R322.2.2.1
  
 11) NEW COMMENT. PROVIDE THE CALCULATIONS ON THE PLANS
 TO SHOW THAT THE REQUIRED CLEAR AREA OF FLOOD VENTS HAS
 BEEN PROVIDED. FBC-R322.2.2
  
 12) NEW COMMENT. SPECIFY ON THE PLANS THAT THIS PROJECT
 IS A NOT STRUCTURALLY CONNECTED LATERAL ADDITION TO A
 PRE-FIRM BUILDING. FBC 107.2.1
  
 13) NEW COMMENT. A NEW PAGE C.1 WITH THE NEW DATE WAS
 NOT SUBMITTED. FBC 107.2.1
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-07-26 Cont ID  
Sent By rmcdouga Date 2019-07-26 Time 15:44 Rev Time 0.00
Received By rmcdouga Date 2019-07-26 Time 07:59 Sent To I
Notes
2019-07-26 14:11:17PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA "AE" WITH A BASE FLOOD ELEVATION OF 6' BFE NAVD 88
 PLUS A 2' FREEBOARD. BASED ON THE VALUE OF THIS PROJECT
 COMBINED WITH IMPROVEMENTS MADE OVER THE LAST FIVE
 YEARS, THIS WILL BE A SUBSTANTIAL IMPROVEMENT TO A
 PRE-FIRM STRUCTURE. SUBMIT TWO SETS OF A PRE
 CONSTRUCTION ELEVATION CERTIFICATE BASED ON THE
 CONSTRUCTION DRAWINGS. SHOW HOW THE PROPOSED GARAGE
 WILL COMPLY WITH FBC-R322 AND THE CITY OF WEST PALM
 BEACH'S FLOOD ORDINANCE. SEE FEMA DOCUMENT P-758
 SUBSTANTIAL IMPROVEMENT/SUBSTANTIAL DAMAGE DESK
 REFERENCE FOR GUIDANCE.
  
 2) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, WINDOWS (GLASS TYPES), STRUCTURAL
 MULLIONS AND EXTERIOR DOOR TYPES.
  
 3) IN THE ROOF SHEATHING FASTENING TABLE ON SHEET 2.1,
 THE 8D NAILS ARE NOT SPECIFIED AS RING SHANK.
 FBC-R803.2.3.1 SHEATHING FASTENINGS.
 WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO
 ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING
 MINIMUM DIMENSIONS:
 1. 0.113 INCH NOMINAL SHANK DIAMETER.
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
 3. 16 TO 20 RINGS PER INCH.
 4. 0.280 INCH FULL ROUND HEAD DIAMETER.
 5. 2 INCH NAIL LENGTH.
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH
 FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN
 ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR
 GREATER.
  
 4) FBC-R807.1 ATTIC ACCESS.
 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION
 SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT
 EXCEED 30 SQUARE FEET (2.8 M2) AND HAVE A VERTICAL
 HEIGHT OF 30 INCHES (762 MM) OR GREATER. THE VERTICAL
 HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING
 FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING
 MEMBERS.
 THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. WHEN LOCATED IN A WALL, THE OPENING SHALL BE
 A MINIMUM OF 22 INCHES WIDE BY 30 INCHES HIGH. WHEN THE
 ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED
 HEADROOM IN THE ATTIC SPACE SHALL BE
 AT SOME POINT 30 INCHES (762 MM) ABOVE THE ACCESS
 MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING
 MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS
 WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS.
  
 5) ON THE WALL SECTION ON SHEET 4.1, THE ROOF MATERIAL
 NOTES SPECIFY A METAL ROOF ON 30# FELT OVER 90# FELT
 HOT MOPPED. IS THIS CORRECT? PLEASE CLARIFY. FBC
 107.2.1
  
 6) THE WINDOW INFILL DETAIL WILL NEED TO SHOW THE
 R-VALUE OF THE WALL INSULATION AS REQUIRED BY FBC
 ENERGY CONSERVATION R401.
  
 7) THE ROOF ZONE PRESSURES IN THE SCHEDULE APPEAR TO BE
 FOR A FLAT ROOF RATHER THAN A 5/12 SLOPED ROOF WHICH IS
 THE CASE WITH THIS PROJECT. FBC-R301.2.1
  
 8) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-10-04 Cont ID  
Sent By ppetty Date 2019-10-04 Time 09:56 Rev Time 0.00
Received By ppetty Date 2019-10-04 Time 09:55 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-07-14 Cont ID  
Sent By jpearson Date 2019-07-14 Time 13:28 Rev Time 0.00
Received By jpearson Date 2019-07-14 Time 13:28 Sent To  
Notes
2019-07-14 13:28:51CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE FURTHER CLARIFICATION FOR RISER DIAGRAM.
 MAINS NEED TO BE GROUPED. WHERE IS THE EXISTING MAIN?
 PROVIDE CLARIFICATIONS AND/OR CORRECTIONS AS NEEDED.
 WPB FBC 107.2.1; NEC 230.72; FBC RE E3601.7
 2. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE,
 INCLUDE EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF
 SERVICE IS ADEQUATE. PANELS RATED LESS THAN 100 AMPS
 ARE NOT PERMITTED TO USE DEMAND FACTORS. NEC 215.2,
 220, 408.30; FBC RE E3602.2.1
 3. MOST 200 AMP METER CANS DO NOT HAVE THE ABILITY TO
 INSTALL MORE THAN ONE WIRE ON EACH LUG. PROVIDE DETAIL
 OF TAPPING WIRES IN THE METER. WPB FBC 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-10-09 Cont ID  
Sent By cpuell Date 2019-10-09 Time 11:33 Rev Time 0.00
Received By cpuell Date 2019-09-25 Time 14:22 Sent To  
Notes
2019-09-26 14:22:42R22
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-07-26 Cont ID  
Sent By rmcdouga Date 2019-07-26 Time 15:49 Rev Time 0.00
Received By rmcdouga Date 2019-07-10 Time 15:37 Sent To  
Notes
2019-07-11 15:37:42R17
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2019-07-26 Cont ID  
Sent By rmcdouga Date 2019-07-26 Time 15:45 Rev Time 0.00
Received By rmcdouga Date 2019-07-26 Time 15:45 Sent To  
Notes
2019-07-26 15:48:55GARAGE ADDITION. NOT ADDING ANY HABITABLE SPACE. IMPACT
 FEE REVIEW IS NOT REQUIRED.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-07-26 Cont ID  
Sent By rmcdouga Date 2019-07-26 Time 08:18 Rev Time 0.00
Received By rmcdouga Date 2019-07-26 Time 08:18 Sent To  
Notes
2019-07-26 08:18:44THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA" AE" WITH A BFE OF 6 FEET NAVD PLUS A 2 FOOT
 FREEBOARD FOR A DESIGN FLOOD ELEVATION OF 8' NAVD 88.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-07-26 Cont ID  
Sent By rmcdouga Date 2019-07-26 Time 08:46 Rev Time 0.00
Received By rmcdouga Date 2019-07-26 Time 08:46 Sent To  
Notes
2019-07-26 08:47:22NO PRODUCT MATERIALS FOR ROOFING WERE SUBMITTED.
Review Stop Z ZONING
Rev No 2 Status P Date 2019-10-09 Cont ID  
Sent By awooten Date 2019-10-09 Time   Rev Time 0.00
Received By awooten Date 2019-10-09 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2019-07-17 Cont ID  
Sent By awooten Date 2019-07-17 Time   Rev Time  
Received By awooten Date 2019-07-17 Time   Sent To  
Notes
***NONE***


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